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Home My WebLink AboutPlansi �Sfi90 25, 1 5858.0 INV. ELEV. 12" CMP i 5859.3 INV. ELEV. 12" CMP 5861.9 INV. ELEV. 12" CMP FENCE f PRODUCTION EQUIPMENT [FENCE X TANKS C> 0 5863.3 INV. ELEV. 12" CMP BUILDING FENCE i PROPOSED BUILDING NEW CONTAINMENT AREA DITCH / / / �STT � T > � T \,6 N� 6N� T /ems �N� F st20 /1/(4. �/i/ F SCOTT SWD =STING CONDITIONS SEC. 25, T. 6 S., R. 92 W., 6TH P.M. GARFIELD COUNTY, COLORADO 5850 5860 / TRANSFORMER Zc\ cc\ c -n\ v n -A"23 0 2 0 5880.6 ELEV. CMP / 5870 5880.4 ELEV. CMP i VAULT GUY-, POWER WIRE POLE OE DE OVER E D EHEC OE OE 60 �!i X014 mitsfcong tenth Ihe Zoos _tic, zAtc, ern-, .tfC See Peothrt eal pies ihrom-714.. oaf+ 0*AS car S-ecuh 1 gat/wre.lts-tfvi f 5 GRAPHIC SCALF: 30 60 120 NOTES 240 ( IN FEET ) 1 inch = 60 ft. 1.) DATE OF SURVEY: APRIL 23, 2010. APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD G DEP Date /0 By LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page of 2.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR ECLIPSE SURVEYING, INC. OF THE PROPERTY SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL. 3.) THIS EXISTING CONDITIONS MAP DOES NOT REPRESENT A BOUNDARY, IMPROVEMENT OR IMPROVEMENT LOCATION CERTIFICATE SURVEY BY ECLIPSE SURVEY, INC OR AND OF ITS ASSOCIATES. 4.) APPROXIMATE ELEVATION OF THE SITE IS 5863 BASED ON WGS 84 AND GPS OBSERVATION. 5.) CONTOUR INTERVAL IS 2 FEET. SURVEYOR'S STATEMENT I, JAMES A. KALMON, A REGISTERED LAND SURVEYOR, LICENSED UNDER THE LAWS OF THE STATE OF COLORADO DO HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS PREPARED ON THIS DATE: MAY 24, 2010, BY ME OR UNDER MY DIRECT SUPERVISION AND CHECKING THAT THIS M,� -SE 'UE REPRESENTATION THEREOF. F .aQ �l1 Vio • �_tt,. 489. j .11 41 A- �. �rYr `�� - � �� \: ❑E vr of JAMES A KALMON, COLORADO REGISTRATION. 8050 FOR AND ON BEHALF OF ECLIPSE SURVEYING, INC. � , ECLIPSE surveying 111 E THIRD ST., SUITE 208, FORE CO 81650 (970) 625-301e REV. DATE: SCALE: DATE: SHEET: PROJECT DHT` 1" 60' 5/24/10 1 OF 1 SCOTT JAK Bill Barrett Corporation SECTIONS 25 T.63., R.92W., 6TH P.M. 079/1851-01-9-0018 i GENERAL NOTES: THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED FOR THE LOADS AND CONDITIONS SHOWN ON THESE DRAWINGS. CONSULT B&C STEEL CORP. BEFORE ANY ALTERATION TO THE STRUCTURAL SYSTEM IS DONE OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDMON OF OTHER CONSTRUCTION MATERIALS OR LOADS. B&C STEEL WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS THAT ARE NOT INDICATED. THIS METAL BUILDING IS DESIGNED IN ACCORDANCE WITH STANDARD PRACTICES WHICH ARE BASED UPON PERTINENT PROCEDURE AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS & CODES: 1. THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION.. "SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 2. AMERICAN IRON & STEEL INSTITUT. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE:" AWS D1.1 4. METAL BUILDING MANUFACTURERS ASSOCIATION.• "LOW RISE SYSTEM BUILDING MANUAL." MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER THAN COLD -FORMED SECTIONS) HAVE A MINIMUM YIELD POINT OF 50 KI.S.I. FOR FLANGE & WEB AS REQ'D. BY DESIGN. MATERIAL PROPERTIES OF HOT -ROLLED MEMBERS (WIDE FLANGE BEAMS, ETC.) SHALL BE MINIMUM 50 K.S.L. MATERIAL PROPERTIES OF COLD -FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM A-570, GRADE 55 WITH A MINIMUM YIELD POINT OF 55 K.S.I. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS WHERE INDICATED ON THE DRAWINGS SHALL BE ASSEMBLED & THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (11-13-85) UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS & FASTENERS SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER (UNLESS SPECIFIED OTHERWISE IN THE CONTRACT DOCUMENTS). BUILDING LOADS / DESCRIPTIO/V: WIDTH: 30 LENGTH: 40 HEIGHT: 12 /12 WIDTH: 12 LENGTH: 10 HEIGHT: 11 /12 (BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS). BUILDING LOCATION: 5/LT, CO THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY : /BC a o,� THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. ROOF DEAD LOAD: COLLATERAL LOAD: 3 PSF (ROOF PANELS, PURLINS, ETC.) 2 PSF ROOF LIVE LOAD: 20 PSF ROOF SNOW LOAD: 45 PSF BASIC WIND SPEED: 90 MPH ,EXP: C SEISMIC DESIGN CAT: C SEISMIC COEF: 0.571 CRANE INFO (IF APPLICABLE) CRANE TYPE: N/A , CAPACITY: IMPORTANCE FACTORS: SNOW: 1.00 SEISMIC: 1.00 OTHER DESIGN CONSIDERATIONS: THOUSAND POUNDS WIND: 1.00 PURCHASER RESPONSIBILITIES: APPROVAL OF B & C STEEL CORPORATION DRAWINGS INDICATE THAT B & C STEEL CORP. CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. WHERE DISCREPANCIES EXIST BETWEEN THE B & C STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY B & C STEEL CORPORATION ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN B & C STEEL CORPORATION UNLESS SPECIFICALLY INDICATED. BY SIGNING THE APPROVAL DRAWINGS WITH EITHER THE "APPROVED" OR "APPROVED AS NOTED" CHECKED IN THE BOX BELOW, IT IS UNDERSTOOD THAT B&C STEEL CORPORATION WILL PROCEED WITH THE FABRICATION OF THE BUILDING AND IT IS FURTHER UNDERSTOOD THAT THE PURCHASER ACCEPTS THE TERMS AND CONDITIONS OF THE CONTRACT DOCUMENTS AND THE PURCHASER RESPONSIBILITIES LISTED ABOVE. SIDING & ROOFING PANEL STORAGE INSTRUCT/ONS: SIDING ct ROORNG PANEL BUNDLES EXPOSED TO MOISTURE SHOULD BE ELEVATED ON ONE END FOR DRAINAGE. BUNDLES EXPOSED TO MOISTURE FOR EXTENDED PERIODS OF TIME SHOULD BE TARPED. COMMON ABBREWA T/ONS & PIECE MARKS.• 1. 2. 3. 4. 5. 6. 7. 8. 9. EW SW SIM. TYP. BS NS FS SL CL 10. MF 11. LT 12. WF 13. RF = ENDWALL) = SIDEWALL) = SIMILAR = TYPICAL = BOTH SIDES) = NEARSIDE) = FARSIDE) = STEEL LINE) = CENTERLINE) = MAIN FRAME) = LEAN-TO) = WIND FRAME) = RIGID FRAME) 14. QTY = 15. QNT = 16. EL = 17. ELEV = 18. F.F. = 19. T.O.B. = 20. DIA. = 21. GA. = 22. EC- = 23. ER- = 24. RF1- = 25. N/A = 26. O.C. = QUANTITY QUANTITY ELEVATION) ELEVATION) FINISHED FLOOR) TOP OF BEAM) DIAMETER) GAGE) ENDWALL COLUMN) ENDWALL RAFTER) RIGID FRAME) NOT APPLICABLE) ON CENTER) 27. G- = 28. P- = 29. E- = 30. J- = 31. H- = 32. DJ- = 33. DH- = 34. WJ- = 35. WH- = 36. LOC = 37. REQ'D= 38. EXIST. = 39. CONC.= GIRT) PURLIN) EAVE STRUT) MISC. JAMB) MISC. HEADER) DOOR JAMB) DOOR HEADER) WINDOW JAMB) WINDOW HEADER) LOCATION) REQUIRED) EXISTING) CONCRETE) BUILDING PANEL & COLOR SCHEDULE DESCRIPTION TYPE COLOR GAGE ROOF PANEL B&C "PBR" TAN 26 WALL PANEL B&C "PBS)" TAN 26 SOFFIT PANEL TAN CORNER TRIM LINER PANEL FRAMED OPENINGS TAN PARTITION PANEL LO T HER (SPECIFY) I l FACIA FRONT PANEL FACIA BACK PANEL � i (NOTE: SOFFIT PANEL COLOR WILL BE WALL PANEL COLOR /F NOT SPECIFIED) BUILDING TRIM COLOR SCHEDULE DESCRIPTION COLOR GABLE / RAKE TAN EAV E TRIM TAN FIELD LOCATED 3o7oM SF WALKDOOR KIT GUTTER TRIM TAN 4 DOWNSPOUTS TAN CORNER TRIM TAN FRAMED OPENINGS TAN LO T HER (SPECIFY) I l (VOTE.° DOWNSPOUT COLOR WILL B£ WALL PANEL COLOR IF NOT SPECIFIED) PURCHASER: T.P.A PROJECT: B/LL BARRETT CORP / SALT WATER D/SP. BLDG. J03 NUMBER: 5377 P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 REV/S/ONS: /D. DESCR/PT/ON DATE NOTE: APPROVAL IS NOT COMPLETE UNLESS THE 'NEED COLOR" STATEMENTS ARE REPLACED WITH A COLOR. � �/►_..-.ems �r. 1H s7��//�`• ��lNl.� T�/Ci? /s�fi�Rst c �iaifS NNW zoo: rec, rsic, .roc, rFc . /14149, txi 1tUitFI tisps" 0 szs I. cam✓. 4L! % 3W51 • a w tedpstYSIONAL eitio nsuits►►►►n+- REVIEWED By Richard T Smith at 2:01 pm, Apr 09, 2010 1 ACCESSORIES INCLUDED: QTY: DESCRIPTION: 3 FIELD LOCATED 3o7oM SF WALKDOOR KIT 4 FIELD LOCATED 3o3o THERMAL SLIDER WINDOW � J PURCHASER: T.P.A PROJECT: B/LL BARRETT CORP / SALT WATER D/SP. BLDG. J03 NUMBER: 5377 P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 REV/S/ONS: /D. DESCR/PT/ON DATE NOTE: APPROVAL IS NOT COMPLETE UNLESS THE 'NEED COLOR" STATEMENTS ARE REPLACED WITH A COLOR. � �/►_..-.ems �r. 1H s7��//�`• ��lNl.� T�/Ci? /s�fi�Rst c �iaifS NNW zoo: rec, rsic, .roc, rFc . /14149, txi 1tUitFI tisps" 0 szs I. cam✓. 4L! % 3W51 • a w tedpstYSIONAL eitio nsuits►►►►n+- REVIEWED By Richard T Smith at 2:01 pm, Apr 09, 2010 1 ui I c. I a 3" OUT -TO -OUT OF CONCRET 52'-3" OUT -TO -OUT OF CONCRETE 40'-3" OUT -TO -OUT OF CONCRETE 12'-0" OUT -TO -OUT OF CONCRETE 5 1/2".. 1 19'-1 1/2" 21'-1 1/2" 15'-0"�,�2'-0° �,' �;' _ 15'-0„ 4'-8" T�� D n A D c s Q F F T6 E F F 3 s 5 1/2" BH B rn m x J M® ®® 5 1/21:_ X -Bracing 18'-8" 20'-8" 19'-1 1 2" 21'-1 1 2" 5 1/2" 40'-3" OUT -TO -OUT OF CONCRETE 12'-0" OUT -TO -OUT OF CONCRETE 0 30XLID I zoo IOXIZ= I��- 3 20 -roritz, ANCHOR BOLT PLAN NOTE: All Base Plates ® 100"-0" (U.N.) OF CONCRETE OO s O N No I 0 OUT -TO -OUT OF CONCRETE CNJ 1 NA04111III in fir, c/� i 4sQ ,� 4% c, V :'_v� y.0 la:668 VS. See AttN% sititnini 411100 3051 W1TEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 o Q ooh' tki kJ W LIC Qc f � i W O I< r� v1^ O � h � 4*i Ca CO k � o QI o .-"-N Ca � o QC Q l 4, Q Q Q tk3 c-5 t°Z Z 0 O Q klQ� V Q 0 kJ Z v k o Q ^c\i t,-; W as � 1:11.,� LIC Qc f � i W O I< r� v1^ O � REVIEWED By Richard T Smith at 2:01 pm, Apr 09, 2010 Al ,,5 #: 5377 DWG #: